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HomeMy WebLinkAbout018-2021-04-000^' PRIVATE SEWAGE SYSTEM POurN $1 Cr01z vwwe,w a.va INSPECTION REPORT 80)0� MTroN GENERALINFORMATION IATTACH To'Nrn)] rl.w rm,cm Nor rv�Pco sw1 m ATOM xe Oevenng Homes LLCp� OF HAMMOND 018-2021-06-000 .M.u. ,. o1.M'�9 ..,mw, mrtwnmWUM0p8x29171285 �n. Z TANK INFORMATION ELEVATION DATA GaCIVRER CMACiIV STATION BB LFV k N e lmo IPr,N,,Qrk jp q(aja °" cxFF oa Bw I4r a Zlo Rod Jett N m c1q.10 Hoding mNI NW TANK SETBACK INFORMATION Bum Own TANK I A EVAOLL IS= le, I a, �a u Yqz .1 MBMm 1 45� Olt Pia 7.00 4 s � BM sy¢I¢m $.tp L9 PUMPISIPHON INFORMATION iCrme �� c I IF, Lggm I, cn mw SOILABSORPTION 1 .,,.lU, x T...... Z ..N.I o.. C�. N,. O R lD6 WELL UNtJOI RE4 .mrOr hovel 5' MA 50 """ "" D4 WOW mor Om� ..e�,� 41I % nm SOIL COVER Only v Nw,,. O. AtGne¢ sy¢um oµ ,O.r DNOT c..n, nwi een.� e.ms L x COMMENTS pnawevm¢enm¢enw ¢«¢pn¢pemm nvl ion r `y Immaon,rz. LwMn 16.]1.1ST Y AVER � %v,& �v ya(`ge Gas4�5 730 CD«a = ti` k"�e"/a & BYE., B,y SflN � 19 - dFl� dw :a, N Dv�F� s r7 <� �,wssMpuiA .,GJ1 a71Q •mIM1VNY.R HwvFloJ 6W M 53 7-71W �070 P 4 IF n "-S'wLary Permit ApPLcmron �� fYfNs®mn•vNe6•�ml u�•W®N w • my Wma rvo¢.o ma.RmaMumommnPo e•vdrti b - "�"''°'°"'«^ �i�KSwm� ice roweNmm < -Li! i�N.4v9 6 ryaMAOTmY �J.eN•Yp• typryl .7 OWN. SFOWYx+N4o1-NwEV N � V w.1 l❑.Mon,_ i D'et-f'QJ+ IR HrRG-��af LO1 iyY.l �(UnY.•b .awA. comgn. r..e G.YYmeMi �&gmmesyn® �i�vxWvnP'��v�vwmmS �mc MmiSw'mv6mi9Ymf�Y:1 �vm J ttA S T1611'i]M�rY p [kYJ�Y•••eeF aa,y o,.,,•,. 11Mm M ❑emwv ow, N 1 on1 oxn.�n,•o,.ax.awmv+ v.w• :n �.� 1sn mw man w+1 w 2 yawyxr to v¢ suv.el-Yu• aeu; r ...mnnr.... a..... VIw�nYNm•PnW P slM+e W/IAAS4wtr habm F6v ' 7A--d 72 UPS✓/ I .� J• IY+W Iw: rtr�ni+.�ao„ lw.•-+. 5i.,+.... �1.:+ vua•1Wvy 1 NYIlvWRYM�'e , � ftn`wiafwviien � h ,..•. .•nw.., �i i�"":..a.�",7;�.a-e6� air �Wxlwl) / r r/ System PLOT PLAN PROJECT Oavisma Homes ADDRESS 1433 oarnobous Ave Suite A New Richmond Wl 54017 SE Va SW 114S 6 /T 29 N/R 17 w TOWN Hammond COUNTY ST CROIX SYSTEM ELEVATION 91 "1 MI ] 5' below come 4/25/19 BEDROOM 3 DATE CONVENTIONAL MY CONVENTIONAL LIFT HOLDING TAKE MOUND SEPTIC TANK RIM 1000 gallons LIFE TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 4 ANRWUI AREA 11156 p or chambers 57 kk BENCHMARK V.R P. Top M survey Iron ASSUME ELEVATION On' Filter Lifetime FIRE El BOREHOLE OWEll- .H RP arew Be bBndlmaM Scale Is I" = 40' 101st Aye unless otherwise noted Bedroom 383'Ropeum Line House Huffcmt Combo Tank 3-3- X'18' cell wM>3'spacing B-3 90 Vent A Qmck4 Standard Leaching Chamber with 20 0 K2 of Area 5 fifi Jpav o(end caps " -- 34 Grade al System Elevation Ventsv T All piping shall be ASTA SDR 30134, within TO I 10of tank, piping shall be ASTM F891 �°ICOPe, Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 4/25/19 Owner: Oevenng Homes Location BE 1/4 SW 1/4 $e T29 N,R1]W 1643101 at St Hammond System type: In -ground absorbtion system(conventional) Manuals Used In -ground absorbtion system (version 2 0) Pressure Distributon Manual (version 2 0) Pagert 1 Cover Page 2. Plot Plan 3. EZ-Flow Cross Section 4-6, Maintenance and Contingency Plan ]. FAter Spec�ticeti Sheet 8. Dose Tank Cr scion 9. Pump Curve Signature License nu r#226900 System PLOT PLAN PROJECT OBVBnna H[Ta5 ADDRESS 14cel CBTOMu9 Ave Sure A NOWRiOM1TOnOW15W17 SE 114 SN 114S B /T 29 N/R 17 w TUMN HammmM COUNTY ST CROI% SYSTEM ELEVATION 91.991 all 5below O rak, 4@5119 BEDROOM 3 BATE CONVENTIONAL. %%% CONVENTIONAL LIFT HOLDING TANK MOUND_ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOMING'I ANK SIZE. LOAD RATE .4 ABSORPTION AREA 11156 p of channere 5T IL BENCHMARK V RP. Top of Survey iron ASSUME ELEVATION 100- Filter Ldeame Filter ❑BORP.IIOLE O WELL -H. R.P 6 as bMMTeM Scale is I" = 40' Iola` Ace unless otherwise noted For Bedroom 383' Property Line House Huffcal Combo Tank 45' g- 3-3' X 78' cell with >3'spaang B 3 90' Van 4 SLOp �6.. Qu¢k451andnM of cover Leeching Chamber with 200 fo of Area 5 6fN2lpmr of end caps 4'Long Grade at System Elevnnon B-297 q Vents All piPPmg shall be ASTM SDR 3094. within TO' 10' ollank. piping shall be ASTM R91 Cross Section of Quick 4 Standard Leaching Chamber Typical cross sawn for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20 0 ft2 of Area per Chamber 5.W2 par of end plates To be >1' above grade / Flnlsh grade elevation Typical Instillation 96 9' Vent i Grade Vem 4 i 39/34 Septic Tank 4 4' LanB t 6 4' Long t" 34 Grade at System Elevation Gore at System Elevation Spacing 5' 3 3X 79' Cella Observation tubeNent Same corn\other e\\nd—\\To be\located on end of Cells 19 chambers per cell oc \\ \\v A OB System elevations C A 91 9' B_91 8' C 91.T POWFS OWNER'S MANUAL S MANAGEMENT PLAN Pga_d_ Sepc iank WnuMbY pNi Pamts OHKfSHA IpY EMre Fula•NaalWw am MunrGxdeeXlmm ' p1N EIAWM'1Iw MMN Mun[sdFdlFYylwh Sam Curq Tank Cgya lly 6 jGl pN4 EWmYMX pp"(sawepp 3a*�j_gavdeY Pump Tank Menu pNq Cump ManuMu OsyFe b" IpY). 1FMewad 15) a/io 9WyJ •T yulltluYlX' Mmrmry aven0e'— 'SM XpPktiEw Rab Pump Model ) pHq iSMIIXW IMIUMINEMwX CuNMy PreVaeenall Una Flat, O Gni(FG =nMt+ l Fab FN:BG,¢M0aryen OOSOwwtldMaaWalvne W n:( eEllAbuel /O pMxM1anmlRwatlm OW Salemed swdrss) opoMN er 'FRB.aaY1Nf n Ouima wTdtl tlfwrya gµaxacNXal ❑µe BvirernJ Otago, nsnad(Whaf flp myt uM G.ovw(Brr) 0Uemr TOOK s,ew"dm soak e Oad F"lOmkebk mWM�MO/ O pkwaan ElllaX pwoea s.w klnsa 0NN am m ow am vw+. MYwlfwaaerrc"wraw.wmMra enln.e Ora B LMM BekvlN PnplwKy IwpadwvdXlm olbnk(q _ aleq(Mw WMy 3 wm ° (101e.Ynue S Mop) pryp vunp adowvlM dlarMq wTeamlbed µripe mXoeneOWhoW.MIN (YJd Wd rokaw am Imw t dhwreal WKS) Clew eln.wrrvw, alwtan alW mm"^ �pp ml"11 ) yew) �wrta) (MaaXnuwi (N am°4tlry OEM 'naPolpunD, pwT cpAde a.Ylln aIWM wR.vW J"M�i°� 3 N) pNP �retrla.da�Mer arralo.wr 0M07(s) __-- ❑ Yw IU ow, OmwM(s) p on Not Om MMNTEXPBCE INIMP 1100 Newry m. W Ynke.ne ar.peravl mYs YWl Ge mm. py an ImwWl wnylrq orc d Ne ItllowYna Ilwnsw w wnrbmn.. 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S/e✓..R� r. vnar I� mw 9/.T—� �Sl tNfMiEEIAMCJIMiaPEMro ruY R LOOkLNE000TOIIY kU.MWUFY >-� TMCmn+Xwe�..eeNmnWmWMma+IwePo�LIrNeNll(fl40 ud,n.wl\f9 e1T. W.mn.baen a.r 2014B048A SECTION A -A Septic -Dose Tank Cross Section And Pump Performance Specifications �nl9lJll_ss� t�tnru� viviummen piping; peelmmuce GPM 17 , y Ft TDH G¢W Mauhclevv .•Above Cede WiIE LocelB Device. kbt Watere <6" Below fsede Sealed WYaGpht — — -% — Fbiehed Cede Ionkt Filth r� Met Ea®e TWll- M M 3z M.emb Mk. b•Ae�c\�) g�,M�y wax ceemea✓ w.mpe� j 1wcEw Bm _ —, t Von Mb. 12- Dimimet Abave Gede M® es wbh VOCap > weep a Hob OHEbomma C S<. Fe ,: Hokom GENERAL INSTALLATION: The sePmolm bon k bedded wd been filled k eeen "oe" wbb ue manekoham'o proms epprovel cpe lBmion. Napo, dep6 of bury u specifOl by tlm n�®nteamms my not be etteded without prim BppovJ. Maohok onvms exposed m son,.eve on eficcve biking device (Padlock) imblld. Piping n do ida eM mAm is of opvvoo Tmuml, is milviiui in 4"Scp.40 PVw Cm,�britlPe Ihetmk ft kid on eebk coil in Povwu sarfmg n siWn4 exuvedon emthe slewe k weld wesmtigb[. Elecmml emvim complke wilhNEC 300 and Cmm� 16.2Y. Page_of— OUgS W 250mISERIES 113 hp Sump/Effluent Pumps for Professionals! ALL MODELS FEATURE: • Rumud 113I11) motor. oil hire wM thermal overload protection .1/2' solids handling. a 1-1/2' c lwharge. e Hermetically sealed motor and switch cavities, and permanently Immersed bearings. • Uberty's UM -BODY casting - a Mild, one - sides housing that elimmates the mover motor said ring found on other pumps. . Epoxy powder coat finish • vortex style impeller for wpenor solids -handling. Made of high temperature engineering polymer. . Fasteners - all non-cormswe stainless steel. . 415 stainless steel rotor shaft. 25Paed» Cad Lengths Mwd 10, 2a'1-21 Mill a0'1-M1I 250 dill Ortkonal Optiwul Ope l 251 standard Optlmel Oplloral Optlmtl 253 etantivtl ora l onixedl WA 257 standard Oplwrel WA WA 10'Cilia Im0Mete on elm 4s Fvorelow lergaw. ,,x1 2. J or 5" ¢,Mx b molly num v, evil Ia nwM1250 NNW rod.and250.3 H t( Model 250 Model 261 Maeuy, mewl OWck-dirunnM woo evil &w, mercury-Ir. MOTOR SPECIFICATIONS: tnnp 115V 5.2amos Will Tharmdly Protected a Pemlenenth LUEriceled IPSCIPamanent Split Capacnv Maximum Flmtl Temperature:140T DIMENSIONAL DATA: Weight Model n7: 201ba Height 105" Major Width: g.5'llltarlual model 25q PERFORMANCE CURVE rcarotnar.na clove Ep 1s 10 s 0 ry ay x �v D 1 \= I Model 253 Model 257 VMF war, Now llmt wind VMF will mpretluYy greraasina1almd- Plot. armslninup pwm.anowamanaa wmemeioalo- (yg MnMpmlp. damolerwill =�.us Certfied n:u m"S��oPore Libery, gMlp. 7000 Al TrNAre • derge, IMw vM 1MI6. Oxers, 0.9-2A'0 Fee feel!! 40e 11 wrarreMrbpr^1Fa<ar u�id..e. � r+�n'w�i ST. CROM CUUN -- SEPTIC TANK MAWMNAN(:, ACRRRMRNT ANO OWNRRSFIll`CRRTIPICATION POIIM MWmg ACtllme._{�. PtOpaly AdAua .. "�(, 154h JI _ (VUlfirmnmlmd Gam YWwry A ]mulm llmuo�vd fm mr (vfu��aO��ecrOm]].) /� ON/Smle_—,_--__.___—vmmllOenu(iwlon NwMm �(]Z vy'l/'IN�`l� LEGAL DLWAtW +ON T L4INR / ._,-'1W,Ta Ofj-[�µ _ CmtlRM Survey MmP«_.— .YOImPe_ �PavN wanamw nKa «_ �\— byre Nmae�m Ial luv tleelrfabVW m hope Utc eM rTWbW0t3C< It yw. r L%t wNnik wYu PtnP ..Iyolyrny mt tb. yur ud.:.n v rtn.w r�' Yv"'I=�terre 0, by e'llbt lW rmU tc mjm.iuW¢rW-hru mlar gb(1) A mpc rrIloo oozy wo.yeI" t mh0avm'o tnWmbOme I anal n. gcUmax tz<p atrJ rc chmrc. I_ s..nnu owly x.muryrltatmce. I W ppyyty o vev mw M aµrm rUlrrry me try y VY wh(nuing It 'j r<mfm tt{ by Ow l by. WPluYn�n plurePml pllttmm 11, alumuea R^ l 111IN409 that(1) Oc ao m mm daly ,,, r. ut pnyv oP+W wrWrO®uWw I31W nip,,non aM W^9m9 (ilneuanry), th open uog is .n In ruu nrulmlge. . .c, hrtalanytulIr..amu..m enqunmen4aM W. to nrarntw Yre W,mt,".,w aYp+ viot Miltthe .uwWMvnt Into. dat yo. x.hy lb llprmmtw .e notthy amnm utNamJ U, . yk ,nut CO Wrvvruiu C'<nif amn.bnt Outyom"yiry dthu hcm tntlwmN mnh.wtlplerca andrtmnamtlR bt ('.nnz Cowh Plavnmptl mwOg Uegtment wrtMn )u a.y.orm� Imm ytat e.rn.urm nm I/w..zmly tw all eulcmpa too Wi Bwt me ltw.y lb Lmt Ul nn6rm WurvlWge IIW<an/ue We nnm(al of Nc papevy ticmbW Wu4 by uume Of a7tua Melaecmyra m lleyulu Ufuma Olfim Nwm er ofeedraome---� O�.�� A P cis d� OS7GNPLICAM(8) DATF '^MYmfomuunu Met rn Too"'WneoW may r+ull m the eamItry Wmmt bm"m.rhwl by Ou Plurnmg& lnwog Cepu nl"' 1¢bWe web tln. alTlltwoo r bpwM wulaulY rknl linen l llegtsw of lty't'%.aMat,yo, flM wvl wmr,cy mp tl ,, t um ,o Mr'. vamntY tlreA . W..V.Oe/O51 )N i T. 4,192 150 >TION Y LOCATION S 89'54'26" E 1961 02' CORNER Ns\Jg. v4 ty LOT 5 904O0 s F 2 08 Ar �rvWE-10250 \h 1B0-10290 N6,6j 1 230 89 E N T1 Sa as LOT 96595 S 222 Ac 287 16' w n t_ C F 101ST -6 u N 89 Q ,c 1: � O Q f h m M W LOT 3 f 69475 SF 59 Ac ti 2 250.00' F 653 Al' J 5 89'54'26" E 653.68' SOUTH IRE OF THE UNPLATTED LANDS SOUTH 1 rain vnmie�evX�.+aerem..re. SOIL EVALUATION REPORT awmasapwneaXrne .e.neowww,o•ww,•o w.e..�,eers.�iw�.me,,. Ra, m,� � � � �Ilo ai9- /-oY-oa> p�vXy�eoYareX,�w4v're:.vm.nFw'. � :d'a�n� vw.. Mm Allbl & W 01111, 7110167 / D�JP� I L, Rmne n�waR �' ) e Cua y.J�✓wSQ TZ%x R/ 7Ev/ 'luili Jul, O. 0 7 UIV al Iwrno I �J KVLaaT6r WRIRr4Yi�N'nMattlminaa—_ WMdm1EnPM,� ❑�-Q� q�envmwM-OEM GPo FlMFleF M,ba X4[ha� R//Q 6 sveumrypel'o NUB.vIf{�.sl' hi�F /�� e� sMem eierem Y/ . 6 / ■ .. f^1^!ia'q ��Il L711L0,-�J®,AJEF4p' ©It�ilRl�l�:iiC�li�J.�I3EZrJf�J►+JJ.!� �i L=:•.}.R�.l1151�7/J 4®/G4(�'.f51 i1.�1 �I ill �r1 �7 0 OMN!!!l.MMCRR�I`®ram®Miil7?!®�' L7R}AI� sL�Ai7Dl�i■11,f�F{'�J�T�+l1��/llR'16J BnU Piumbng. In-c Shaun Bud =RO'tlif 226900 are e.uvam, cow 0 -rR.Rwi. rwmeei 10pB 192RG Ave, New RlchmonE. Al 54017 ]15-246i516 I/ OB����ooO u�rtm�vom��rsm�s=a r���rt�s�mor!m�rni�® QB���QQQ Em7 •�.m«,.�,,>o:iArtpM1rGiS�N�,Wmyt ��.,,,.�,,Wm,�.�,�,mm� ne cove aeemn ,orcomme .. t ow min• ammam..sa.memr=. nW meun.l inonwema¢ rmvt plow emus We dwm^ v We-2W3151 m= 608- µ9]]7. mry Soil Test Plot Pla Prolect'Name Oevering Homes LLC Sl n BB Address P O Box 179 New Richmond wt 54017 M #226900 Lot 4 Subdivision Hammon Hills Este tes Datupe aM7 SE 1/4 S W 1/4S S T 29 N/R17 W Township Hammon Boring Q Well PL Property Line County ST CROIX BM or V Assume Elevation 100 ft. Top of Survey Iron System Elevation 91.9/91 B/91 7 Please note: survey was not complete at the time of testing, installer must check all setbacks pnortomstallsuon. HRIPSemeas Benchmark 101st Ave Scale is I" = 40' unless otherwise noted 383• Prop" Use B-3 go, 2%SLope 5. B-2 97 96' 10'